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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹85.2 LAdmitted-Finance | -5.37% | ₹85.2 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹90 L
EMD Value
₹1.8 L
Closing Date
27 Jul 2026, 4:00 pmClosed
Executive Engineer, Water Works Division Srinagar
SRINAGAR
PLEASE REFER TO BOQ
2026_PHE_314909_1
18/WWD/Sgr/Civil of 2026-27
Open Tender
Civil Works
Percentage
SRINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Executive Engineer, Water Works Division Srinagar
₹1.8 L
5 Aug 2026
7 Jul 2026
28 Jul 2026
8 Jul 2026
27 Jul 2026
8 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Removal of depleted filter media manually including disposal of unserviceable material including all lifts, use of tools, buckets, carrying arrangement manually by scrapping and removing layer wise with the help of rope and buckets carefully to ensure separation of different grades/gauges and stacking/dumping within an average lead of 100 mtrs. The job includes cleaning/ rubbing the surface of filter media beds after removal of filter media etc as well as disposal of discarded media quantity at suitable spot or spread out over level ground within 100m lead as directed by Engineer in charge complete job. | |||||
| 2 | Washing/cleaning/sieving of filter media (Gravel) of all grades getting free from all dirt,clay, dust etc.The job includes stacking of serviceable cleaned filter media & to separate the different sizes for use in layers (measurement to be taken in finished form) & spreading of same on filter bed conforming to all spec. as per CPHEEO manual. | 1 | cum | - | - |
| 3Providing & supplying of coarse filter media (Gravel) graded & layered as per directions at site incl. all carriages upto site of work from source & spreading of same size and other specifications conforming to CPHEEO manual. | |||||
| 4Providing & supplying of filter media (sand) (graded & layered as per directions at site) incl. all carriages upto site of work from Source and Spreading of same size and other specifications conforming to CPHEEO manual. | |||||
| 5Providing & fixing of PVC under drainage laterals with specifications conforming to IS-4985 & IS 15801, 8mm thick fabricated out of approved make with nominal dia of 9mm perforations as per design of bed provided at 60 degrees along with PVC Tees and end caps grouted in concrete or any jointer or fixture required, the pressure rating of 10kg/sq cm.The job also includes dismantling and disposal of exisitng outworn under drainage including all tools, labour and clearance required for the same as well as laying of support blocks (pcc) for slope and fixture.(The quantity is subject to actual condiiton of underdrainage found after removal of filter media and thus the consequent requirement of replacement) as per design and requirement at site under directions of engineer in charge 90-110 mm internal dia | |||||
| 6 | Treatment of filter bed & wall major cracks by way of providing & injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure incl. cutting of nipples after curing etc. complete as per directions of Eng.incharge. Stirrer mixed Acrylic Polymer of approved make @ 2%of weight of cement used) modified cement slurry made with non shrink compound in concrete/RCC work. (The quantity mentioned is provisional and actual payment shall be made on the basis of actual weight of approved grout injected.) | - | Kg | 1 | - |
| 7 | Providing and inserting 12mm dia galvanized steel injection nipple in honey comb area and along crack line including drilling of holes of required diameter (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. | - | each | 1 | - |
| 8Providing & applying integral crystalline slurry of hydrophilic in nature for water proofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums,reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5: 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry: 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification & the direction of the Eng. incharge. The product performance shall carry guarantee for 10 years against any leakage. For filter bed & wall surfaces for treatment of leakages. For vertical surfave 2 coats at @ 0.70Kg/sqm. | |||||
| 912mm cement plaster in 1:4 mix (Selected treated surfaces as per requirement) | |||||
| 10Carriage of material from various sites to dumping sites avg lead 25km | |||||
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